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OWTS Design Report 01.28.2019
ALL sEIwIcE' 33 FourWheel Drive Rd Carbondale, CO 81623 914.309.5259 January 28, 2019 Project No. C1429 -A Max Filiss maxa.dividecreekbu ilders.co m Subsurface Investigation and Onsite Wastewater Treatment System Design 2 -Bedroom Cabin Cabin Parcel 1 398 CR 136 Garfield County, Colorado Max, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. A 2 -bedroom cabin is currently developed on Cabin Parcel 1 (Parcel ID 2123-123-00-001). The 35.01 -acre property is located outside of New Castle, in an area where OWTSs and wells are necessary. SITE CONDITIONS A 2 -bedroom cabin presently exists on Cabin Parcel 1 and is served by a 500 -gallon, single -compartment metal septic tank. We were unable to get the camera into the outlet pipe to determine the location of the soil treatment area (STA). There is a desire to upgrade the OWTS to current standards. The cabin is served potable water by a private well located on the neighboring parcel to the north (Cabin 2 Parcel). The proposed septic tank will be greater than 50 -feet from the well and the proposed STA will be greater than 100 -feet from the well. Y -.Yl Canyon Creek runs to the east of the cabin. All OWTS components will be at least 50 -feet from Canyon Creek. There are other waterways, including ponds and a creek tributary on the property. All OWTS components will be located at least 50 -feet from any water way. The proposed STA location will be located west and upgradient of the cabin. The proposed STA is parallel to and east of the existing gravel driveway. The proposed STA slopes at approximately 5% to the south and to the east toward Canyon Creek. The proposed STA location must be staked prior to installation due to tight setbacks. SUBSURFACE The subsurface was investigated on January 16, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in the Test Pit #1 consisted of dark brown sandy loam topsoil to 4.0 -feet, underlain by medium brown sandy loam to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. We encountered a pipe and gravel STA at approximately 3 -feet, 10 - 'Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 inches below grade. The STA was dry with no contaminated material in the area of the Test Pit. It is believed that this STA served a cabin that has since been removed from the property. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A piezometer was placed in Test Pit #2 to monitor for groundwater in the spring. An additional 8 -foot deep Test Pit must be excavated near the proposed STA to assure soils are consistent. This office must be notified of this excavation and it must be done PRIOR to construction of the STA. A tactile analysis of the soils was taken from Test Pit #1 at 2 -feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1 -inch in length before breaking. Soil structure shape was granular and consistence was loose to friable. Soil texture was more gritty than smooth. The sample taken below 4 -feet had slightly more rock content, but less than 35% volume. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1 -inch in length before breaking. Soil structure shape was single -grain and consistence was loose to friable. Soil texture was more gritty than smooth. STA sizing is based on Soil Type 2, Sandy Loam with moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA, in accordance with Table 10-1 presented in the Garfield County On -Site Wastewater Treatment System Regulations. Drywell north of residence beginning of Test Pit #1 Existing pipe and gravel encountered 3'10" below grade Approx.. 4' below grade some rock below 4 -feet Page 3 Backfill from Test Pit #1 Page 4 Sieved sample of topsoil soils below 4 -feet in backfill pile Backfill from Test Pit #2 Page 5 r. 0.1; Depth of Test The existing pumping and abandoned in Pit #2 DESIGN SPECIFICATIONS metal septic tank serving the 2 -bedroom cabin can either be abandoned in place by filling with onsite soils or removing. The existing STA location is unknown and may be place. Design Calculation Average Design Flow = 300 GPD 2-bedrom Cabin = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD LTAR = 0.6 GPD/SF 300 GPD / 0.6 GPD/SF x 1.0 (pressure dosed bi!d) x 0.7 (chambers) = 350 SF The new OWTS design is based on 2 -bedrooms. An average daily wastewater flow of 300 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation at the 2-bedrom cabin has been established as 100' at the elevation of the existing sewer line exiting the cabin. ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Com • anent Prima Tank Inlet Invert Manifold for STA Infiltrative Surface Minimum Elevation Min. 99' Min. 102' (pump line to hit high point at connection to manifold) Min. 101.5' A new 4 -inch diameter SDR -35 sewer line and double sweep clean out must be installed at the 2 - bedroom cabin. This sewer line must have a minimum 2% grade to the septic tank. Anchoring of this septic tank with Deadmen (specifications provided) may be necessary. This should be evaluated once the excavation for the septic tank is complete. A new 1000 -gallon, 2 -compartment concrete Valley Precast septic tank with an Orenco® ProPak and an Orenco® PF3005 pump in the second compartment of the septic tank must be installed at the 2 -bedroom residence. The floats should be set to dose approximately 60 gallons, allowing for 18 gallons of drain back each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pressure dosed through a 1.5 -inch diameter pump line from the septic tank to the STA. The pump line must have a minimum 1% grade for proper drain back into the pump chamber of the septic tank after each pump cycle and end at a high point at the connection to the manifold. Page 6 The STA will consist of a chamber bed with three rows of 10 `Quick 4' Standard Plus Infiltrator® chambers for a total of 30 chambers and 360 square feet of infiltrative area.2 Effluent will be pressure dosed to a 1.5 -inch diameter level manifold and 1.5 -inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32 -inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. We recommend Orenco® Orifice Shields be placed on the downward facing orifices. We also recommend STARTING orifices at least 18 -inches from the chamber end cap. The orifices must be placed 2 -feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade. Inspection ports must be placed at each corner of the chamber bed. Ports may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. 2 ARC 36 chambers may be used instead of Infiltrator® products. These chambers are slightly larger and if used should include 3 rows of 8 ARC 36 chambers. Page 7 ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC 0a,t1, OV-)6L&Ls Carla Ostberg, MPH, REHS Pump Selection for a Pressurized System - Single Family Residence Project Inyanga Ranch / Cabin 1 Parcel Parameters Discharge Assembly Size 1.25 inches Transport Length 170 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distdbuling Valve Model None Max Elevation Lift 5 feel Manifold Length 6 feel Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 3 Lateral Length 32 feet Lateral Pipe Class 40 Lateral Pipe Size 1.50 inches Orifice Size 5/32 inches Orifice Spacing 2 feet Residual Head 5 feet Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Minimum Flow Rale per Orifice 0.68 gpm Number of Orifices per Zone 51 Total Flow Rate per Zone 34.6 gpm Number of Laterals per Zone 3 Flow Differential 1sl/Last Orifice 0.9 Transpod Velocity 5.5 fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes 8 4 feet 11 6 feel 0 0 feet 01 feel 01 feel 0 0 feet 0 0 feel Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Tolal Volume Minimum Pump Requirements 17.9 gals 0.6 gals 102 gals 28.6 gals Design Flow Rale 34.6 gpm Total Dynamic Head 30.2 feel simommmi 300 250 200 100 50 00 • 1 PumpData 5 10 15 20 25 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1 /2HP 115/230V 10 60Hz, 200V 30 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/480V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 10 60Hz, 200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM, 1 -1/21 -IP 230V 10 60Hz, 200/230/460V 30 60Hz Legend 30 35 System Curve: PumaQurve: Pump OptimaL$ange: 40 POWER POLE (LOCATE STA APPROX. 100' SOUTH OF POWER POLE) CULVERT w DRAWINGS MUST BE USED IN CONJUNCTION WITH OWTS DESIGN LETTER DATED 01/28/19 50' SETBACK TO TRIBUTARY \\ LJ w 2 -BEDROOM CABIN (CABIN 1) BENCHMARK ELEVATION = (AT SEWER OUTLET) EXISTING SEPTIC TANK AND STA TO BE ABANDONED CREEK TRIBUTARY C—W 1/16 Cor. NOTE: WELL ON NEIGHBORING PROPERTY TO THE NORTH S87°17'17' V 1383.80' Cab'n 1 Darce 5.01 acres N90°00' 1876.83 0517E PLAN 0' 75' 150' Scale: 1" =150'-0" -C C F 1 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic com Inyanga Ranch Cabin 1 Parcel 398 CR 136 Garfield County, Colorado Project Number. C1429 Date: 01,28/19 Designed 6y CBD Reviewed By. RHP Drawn By. ANM W1.0 Sheet 1 of 4 O. 5' 10' Scale: 1" = 10'-0" 4" DIA SDR -35 SEWER LINE W/ DOUBLE -SWEEP CLEANOUT (MIN. 2% FALL TO TANK) 1000 -GALLON, CONCRETE SEPTI TANK WITH 'ORENCO' PUMP IN SECOND COMPARTMENT (ANCHOR IF NECESSARY) 1.5" DIA SCH-40 PVC PUMP LINE TO STA (MIN. 1% DRAINBACK TO TANK) r 2 -BEDROOM CABIN DIRT ROAD 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 Carl algal Ise rviceseptic.com ABANDON EXISTING SEPTIC TANK AND STA 0 PROPOSED OWTS PLAN 1.5" DIA SCH-40 PVC PUMP LINE FROM TANK (MIN. 1% DRAINBACK TO TANK) INSPECTION PORT AT EACH CORNER OF STA 1.5" DIA SCH-40 PVC SUSPENDED LATERALS W/ 5/32" DIA ORIFICES FACING UP 2' O.C. FIRST AND LAST ORIFICE FACE DOWN FOR LATERAL DRAINAGE QUICK -4' CHAMBER BED. 3 ROWS OF 10 CHAMBERS 30 CHAMBERS = _ MG SF FLUSHING ASSEMBLY AT END OF EACH LATERAL PROPOSED OWTS PLAN Inyanga Ranch Cabin 1 Parcel 398 CR 136 Garfield County, Colorado Project Number: C1429 Date: 01/28/19 Designed By: CBO Reviewed By: RI -IP Drawn By. ANM W2.0 Sheet 2 of 4 1.5" DIA SCH-40 PVC LEVEL MANIFOLD 1.5" DIA SCH-40 PVC PUMP LINE FROM PUMP CHAMBER STA CONSISTS OF 3 ROWS OF 10 QUICK 4' INFILTAROR CHAMBERS 4" DIA SDR 35 PVC INSPECTION PORT AT EACH CORNER OF STA 4' 30 CHAMBERS O STA PLAN NOT TO SCALE BACKFILL WITH NATIVE MATERIAL — (MUST BE MINUS 3 -INCH MATERIAL) OR TOPSOIL SLOPE FOR DRAINAGE �- ark fAilk A\ cafilW ``rr l 1.5" DIA SCH-40 PVC SUSPENDED LATERALS WITH 5/32" ORIFICES FACING UP 2' O.C. FIRST AND LAST ORIFICES FACE DOWN FOR DRAINAGE INSPECTION PORT AT EACH CORNER OF STA QUICK4(TM) END CAPS INFILTRATOR(R) QUICK(TM) LOW PROFILE CHAMBERS, 3' X 4' END EACH LATERAL IN A 90° SWEEPING ELL FACING UP WITH A BALL VALVE FOR FLUSHING FLUSHING ASSEMBLY INFILTRATOR(R) QUICK4(TM) LOW PROFILE CHAMBER, 3'X4' SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE FINISHED GRADE 4" DIA SDR 35 SEWER LINE TO TANK TO HOUSE ()CLEAN OUT DETAIL COMPACT SOIL 1.5" DIA SCH-40 PVC SUSPENDED BASE TO SUPPORT LATERALS WITH 5/32" ORIFICES BOX SCARIFY SURFACE FACING UP 2' O.C. FIRST AND EXTENT OF LAST ORIFICES FACE DOWN FOR USE HOLE SAW TO HRU EXCAVATION DRAINAGE. SUSPEND WITH ZIP CUT LATE TOP OF END PLATE TIES STA SECTION SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4" PVC PIPE CUT TO FIT Q INSPECTION PORT DETAIL NOT TO ALL 3fBVICf 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carta@allserviceseptic.com Inyanga Ranch Cabin 1 Parcel 398 CR 136 Garfield County, Colorado Project Number: C1429 Date: 0128119 Designed By: CBO Reviewed By: RHP Drawn By ANM W3.0 Sheet 3 of 4 - 0 DESIGN – 1 2 -BEDROOM CABIN 75 GPD X 2 PERSONS/BEDROOM X 2 BEDROOMS = 300 GPD WASTEWATER FLOW = 300 GPD TANK USE 1000 -GALLON CONCRETE SEPTIC TANK WITH PUMP IN THE SECOND COMPARTMENT. ANCHOR WITH DEADMEN, IF NECESSARY. SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SQ FT CALCULATED STA = Q/LTAR = 300 / 0.6 = 500 SF PRESSURE DOSED, BED = 500 SF X 1.0 = 500 SF CHAMBERS = 500 SF X 0.7 = 350 SF / 12 SF / CHAMBER = 30 CHAMBERS GRAVELLESS CHAMBER BED 3 ROWS OF 10 'QUICK 4' CHAMBERS = 30 'QUICK 4' CHAMBERS = 360 SF FINISHED GRADE 2" THICK BLUE BOARD 8 PLACED OVER PUMP LINE -I I FOR PROTECTION FROM -1 FREEZING 1.5" DIA SCH-40 PUMP LINE (MIN 1% SLOPE FOR DRAIN BACK TO TANK) SCREENED ROCK BEDDING BACKFILL I 1' 24" MIN. 3" MIN. 3" MIN. O PUMP UNE TRENCH DE AIL — 2 — 3 w-4 w F — 5 w- O 6 — 7 — 8 — 9 — 10 SOIL PROFILE TEST PIT NO. 1 ii121112122]]221 DARK BROWN SANDY LOAM TOPSOIL MEDIUM BROWN SANDY LOAM SOIL PROFILE TEST PIT NO. 2 1??H?1/}))2)?? NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION OSOILS LOG i *v n 6=t DARK BROWN SANDY LOAM TOPSOIL MEDIUM BROWN SANDY LOAM LEGEND pq topsoil nsandyloam INSTALL FLUSHING VALVE ECCENTRIC TO CENTER OF VALVE BOX 0 FLUSHING VALVE DETAIL NOT TO SCALE 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA SCH-40 PVC LONG SWEEP 90° ELBOW CHAMBER END CAP 1 5" DIA SCH-40 PVC SUSPENDED LATERAL ALL 33 Four Wheel Drive Road Carbondale, Colorado 81523 Phone 970.309.5259 ca ria@allservicesepbc.cam Inyanga Ranch Cabin 1 Parcel 398 CR 136 Garfield County, Colorado Project Number. C1429 Da'H: 0t/23119 Des49red By. CBO Reviewed 3y• RHP Drawn Sy: ANM W4.0 Sheol 4 of 4 Item # 1000T-2CP-HH 1000 Gallon Top Seam Two Compartment with High Head Pump Top View Section View 6 111" _... , .44 Tank: *Moots ASTM C-1227 spec Including C-16414-06 for resilient connectors o 6000 psi concrete • Delivered complete with Internal piping Service contracts available for maintenance Digging Space 11' Long x 7' Wide 56" below Inlet Invert 106" Invert Dim M11111000 Inlet Outlet Length 56' 73" 111" Lid 2620 lbs Widal Height 00' 92' ump: Lowers TSS and Improves effluent quality to field Easiest pump system to maintain on the market Complete Installation (wiring, panel, mounting and start-up procedures) Complete warranty rise cap.aty Inlet Side Outlet Side F Total 687 gallons 323 gallons 1,010 gallons Net W®iaht Tank Tabsi 9,380 Ibs 12,200 ba Water & VWastewater • Systems = Products ST,• Inc. • Service (719) 395 7 28005 Co. Rd. 317 P.O. Box 925 VistaCO Fax: (719) 395-3727 Buena 81211 Website: www.valleyprecastcom Email: frontdesk©valleyprecastcom Orenco® Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages External splice box (Optional; internal splice box comes standard.) Control panel Riser lid (not included) Float bracket • Riser (not included) Discharge assembly Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100 -mm) turbine effluent pump Biotube® filter cartridge Pump liquid end Pump motor Biotube® ProPakTM pump package components. General Orenco's Biotube® ProPak'"" is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4 -in. (100 -mm) 60 -Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU -MF -MF -1) • Discharge Assemblies (NTD -HV -HV -1) • Splice Boxes (NTD -SB -SB -1) • External Splice Box (NTD -SB -SB -1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on -demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 Usec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPP5OTDA, BPP5OTDD-SX Product Code Diagram BPP ❑ 1 -Li 1 Standard options: Blank = 57 -in, (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly Q = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter 8 counters Pump flow rate, nominal: 20 = 20 gym (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) Biotube® ProPak'" pump vault Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 111B -BPP -1 Rev. 12, 0 08/14 Page 1 of 4 Orenca Technical Data Sheet ProPakTM Pump Vault Materials of Construction Vault body Support pipes Polyethylene PVC Dimensions, in. (mm) A - Overall vault height B - Vault diameter 57 (1448) or 68 (1727) 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) E - Vault top to support pipe bracket base F - Vault bottom to filter cartridge base 2(50) 3 (76) 4 (102) ■ E 1 A E B ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening Total filter flow area 0.125 in. (3 mm)* 4.4 ft2 (0.4 m2) Total filter surface area 14,5 ft2 (1.35 m2) Maximum flow rate '0.062 -in. (1.6 -mm) filter mesh available 140 gpm (8.8 L./sec) Biotube® filter cartridge (shown with float switch assembly) NTD -BPP -1 Rev. 1.2, ® 08/14 Page 2 of 4 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco,com Technical Data Sheet 4 -in. (100 -mm) Turbine Effluent Pumps Orenco's 4 -in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field -serviceable and repairable with common tools. All 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass -filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, Length Weight gpm (L/sec) in. (mm) Ib (kg) Discharge Impellers in., nominal 1 20 (1.3) 22.5 (572) 26 (11) 1.25 30 (1.9) 21.3 (541) 25 (11) 1.25 50 (3.2) 20.3 (516) 27 (12) 2.00 Performance 4 3 2 Nom. flow, gpm (Usec) 20 (1.3) 30 (1.9) 50 (3.2) hp (kW) Design flow amps 0.5 (0.37) 0.5 (0.37) 0.5 (0.37) 12.3 11.8 12.1 Rated cycles/day 300 300 300 Min liquid level, in. (mm) 2 18 (457) 20 (508) 24 (610) ' Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPakTA9 Pump Vault, Orenco° Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (TDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 .2 120 p 100 z 80 03 60 1- 40 20 Flow in liters per second (Usec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 [PF 2005111 1 PF 300511 {PF 500511 r 1 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 37 30 24 18 12 6 Total dynamic head (TDH) in meters Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, © 08/14 Page 3 of 4 Orenco Technical Data Sheet Control Panel (Demand Dose) Orenco's ProPak- demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 1. Motor -start contactor 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch 4. Audio alarm Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence," 120 V LED, UL Type 4X g s 8"urdrs Control Panel (Timed Dose) Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings Dual -mode 1 a. Analog timer (not shown) 120 V, 3/4 hp (0.56 kW),14 A, single phase, 60 Hz Programmable for timed- or demand -dosing (digital timed -dosing panels only) 120 V, repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and ON time periods 1 b. Digital timer (shown below) 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 4. Toggle Switch 5. Audio alarm 120 V, 10 A, OFF/ON switch. Single pole 120 V Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X Control panel, demand -dose Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Rev. 1.2, ® 08/14 Page 4 of 4 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenc 0 o k r • .,, br . ................ . PF Series 4 -inch (100 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor S�• C US LR80980 LR2053896 Discharge Connection — Bypass Orifice — Suction Connection Powered by �" Franklin Electric Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance* • Patented 1,'8 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship Not applicable for 5 -hp (3.73 kWM models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF ❑ Cord length, ft (m):# Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115* 200 = 200 2 = 230t 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = BVI hp (0.25) 07 = 34 hp (0.56) 15 = 1-! hp(1.11) 30 = 3 hp (2.24) 05 = Y2 hp (0,37) 10 = 1 hp (0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series * Y2 -hp (0.37k14) only f220 volts for 50 Hz pumps ;Note: 20 -foot cords are available only for single-phase pumps through 1-Y2 hp Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTO-PU-PF-1 Rev. 2.2, 0 09/14 Page 1 of 6 Specifications, 60 Hz co g o� r Eo m c� s� a z a Pump Model rn a a E Length, in. (mm) Weight, 3 Ib (kg) Rated cycles/day PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 14 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 `15 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4.5 10 (0.6) 0,75 (0.56) 3 200 208 5.1 5.2 8 1 1/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5,8 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5,6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5,6,7,8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5,6,8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 Y4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5,6,8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 '/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 •PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 1/4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 '/4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 '/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4 5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 Ya in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4.5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 Ya in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4'5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 1/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4.5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 1/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 '/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1'/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1'/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 1/4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 '/4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 Y4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 '/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4,5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 '/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4,5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 1/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5, 6,' 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 '/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5,6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 '/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5'6'7'8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 '/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5,6,8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5.6.7.8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5,6,8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 Y4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6, 8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 2 of 6 / Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Specifications, 60 Hz (continued) Pump Model §. C O d �) x1 `° g a z � E E cu co co ra E o Length, in. (mm) re 2 .5 rn Ci 1 PF500734 PF501012 PF50103200 PF501034 PF5015124 PF501532004 PF503012 4, 5, 7, 8 PF50303200 4," 8 PF503034 4'5,8 PF505012 5,6,7,8 PF505032 56,7,8 PF751012 PF751512 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (4.7) 75 (4.7) 0.75 (0.56) 1.00 (0.75) 1.00 (0.75) 1.00 (0.75) 1.50 (1.11) 1.50 (1.11) 3.00 (2.23) 3.00 (2.23) 3.00 (2.23) 5.00 (3.73) 5.00 (3.73) 1.00 (0.75) 1.50 (1.11) 3 460 480 1.8 1 230 240 10.1 3 200 208 5.7 3 460 480 2.2 1 230 240 12.5 3 200 208 7.0 1 230 240 17.7 3 200 208 13.1 3 460 480 5.3 1 230 240 26.2 3 230 240 16.5 1 230 240 9.9 1 230 240 12.1 1.8 10.1 5.7 2.2 12.6 7.0 17.7 13.1 5.3 26.4 16.5 10.0 12.3 3 2 in. SS 4 2 in. SS 4 2 in. SS 4 2 in. SS 5 2 in. SS 5 2 in. SS 8 2 in. SS 8 2 in. SS 8 2 in. SS 13 2 in. SS 13 2 in. SS 3 2 in. SS 4 2 in. SS 34.8 (884) 27.0 (686) 26.4 (671) 26.4 (671) 32.5 (826) 29.3 (744) 43.0 (1092) 43.4 (1102) 40.0 (1016) 65.4 (1661) 59.3 (1506) 27.0 (686) 33.4 (848) 25 (635) 26 (660) 26 (660) 26 (660) 30 (762) 26 (660) 37 (940) 30 (762) 31 (787) 55 (1397) 49 (1245) 27 (686) 30 (762) 31 (14) 35 (16) 39 (18) 39 (18) 41 (19) 35 (16) 55 (25) 55 (25) 55 (25) 64 (29) 64 (29) 34 (15) 44 (20) 300 100 300 300 100 300 100 300 300 300 300 100 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4'5 PF101552 5, 6 PF300552 PF300752 PF301052 PF301552 4'5 PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 6.2 10.5 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 4.1 6.2 11.4 4.1 6.1 7.4 9.3 4.0 6.4 7.4 9.1 7.3 6 9 18 4 5 7 8 2 3 4 5 4 1 1/4 in. GFP 1 1/4 in. GFP 1 /4in. SS 1 Y4 in. GFP 1 �/4 in. GFP 1 "1/4 in. GFP 1 �/4 in. GFP 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 23.0 (584) 26.8 (658) 39.5 (1003) 22.5 (572) 24.8 (630) 28.4 (721) 35.4 (899) 20.3 (516) 23.7 (602) 27.0 (686) 32.5 (826) 30.0 (762) 17 (432) 17 (432) 22 (559) 19 (483) 19 (483) 20 (508) 24 (610) 25 (635) 25 (635) 26 (660) 30 (762) 27 (686) 26 (12) 30 (14) 46 (21) 26 (12) 29 (13) 32 (15) 40 (18) 29 (13) 31 (14) 35 (16) 42 (19) 34 (15) 300 300 300 300 300 100 100 300 300 100 100 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 14 -in, NPT GFP discharge is 2 7/8 in. octagonal across 2 -in. NPT SS discharge is 2 7,8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to a Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. Orenco for more information, 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. flats; the 1 Y4 -in. NPT SS discharge is 2 1/8 in. octagonal across gats; and the ccommodate Orenco® discharge hose and valve assemblies. Consult your Orenco In other apprications, minimum liquid level should be top of pump Consult Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2.0 09/14 Page 3of6 140 160 120 100 80 60 40 Orenco° Technical Data Sheet Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers CeIcon° acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect'"' software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet L 1 1 1 f 1 1 PF15 Series, 60 Hz, 0.3 hp fPF1503( .ti 20 0 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco,com --- ••.., r I I I i PF1OSeries1,60Hz,0.5-2.0hp IPF1020 " PF1010 IPF1007• " ' .......„ " _- • 1 � t • ••••• \, PF1005 w/'/4" controller flow — — 1 1 1 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet L 1 1 1 f 1 1 PF15 Series, 60 Hz, 0.3 hp fPF1503( .ti 20 0 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco,com Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com O 0 C7) CO 0 CO O Total dynamic head (TDH) in feet N N W W A CPI O CJ7 O CTI O CJf O O O O O O O O Total dynamic head (TDH) in feet N N W W O 6 O O O O O O 7 I -� §2 �� c Y--' 9 j--g-1:41.�. TI b�■. ;- �1.1 A,: Lal-q1 4*t ■■. :iuu .rIInn► ° _ MEE hi O ' O 1 L 1 1 ,''' MillE■.■ LQ- 0 Series,' E_/ 5. • • 7• f• /E • M. i 1 3•'I 7� Y- i I I` 1 • f 1 I_m11 M..■..■..u.■I SII f )//: MI N. 3I / 0 : II1F1[111ll PF75 Series, 60 Hz, 1.0 -1.5 hp [ s, 61 }1'i I i ar , pi a co o - 0 O O CO 0 0 Total dynamic head (TDH) in feet a 0 C�0) 0 0 CO 0 Flow in gallons per minute (gpm) CT 0 0, C.43 -4,--g C . C : L++ �� c Y--' 9 j--g-1:41.�. TI b�■. ;- �1.1 A,: TomT-:: V ■■. :iuu .rIInn► =Emma .IMMII ■...■■• MEE hi O ' O 1 L 1 1 ,''' MillE■.■ 0 Series,' E_/ • • 7• /E • M. • ■■.■I • • " iLim i I I` • f 1 I_m11 M..■..■..u.■I SII f )//: MI N. 3I : II1F1[111ll PF75 Series, 60 Hz, 1.0 -1.5 hp [ s, 61 I i ar , co o - 7/7/ Flow in gallons per minute (gpm) CT 0 0, C.43 Total dynamic head (TDH) in feet 0 0 CO 00 O O O O O O O O CJI C� 0 0 0, CO - .cn -4,--g C . C : L++ �� c Y--' 9 j--g-1:41.�. TI b�■. ;- �1.1 9 ■■. :iuu .rIInn► =Emma .IMMII ■...■■• MEE hi O ' O 1 ■M Ir/OSIMP211=1= ilin MillE■.■ 0 Series,' E_/ • • 7• M. • ■■.■I • • " iLim i ■IIELiarirri: • f 1 I_m11 M..■..■..u.■I f )//: MI N. : [ s, 61 I c ar , co o - Total dynamic head (TDH) in feet 0 0 CO 00 O O O O O O O O CJI C� 0 0 0, CO - .cn -4,--g C . C : L++ �� c Y--' 9 j--g-1:41.�. b�■. 9 ■■. :iuu .rIInn► =Emma .IMMII ■...■■• MEE 1 ■M Ir/OSIMP211=1= ilin MillE■.■ 0 Series,' E_/ M. • ■■.■I " iLim ■IIELiarirri: 1 I_m11 M..■..■..u.■I (panuijuoo) sIapoIN zH 09 Orenco° Technical Data Sheet Pump Curves, 50 Hz Models 180 160 V3 .� 140 E •c 120 100 BO 60 40 20 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 -1 1 I L PF101552 PF10 Series, 50 Hz, 0.37 -1.11 kW J.PF100T52 0 0 45 40 6. m.35 30 25 ca 'm 20 15 c 10 5 PF100552 Am foil PF1005-FCC w/ 6mm flow controller I - 120 525 ca •.E 100 ca 459 c Q G m E 394 a•S 80 a x 328 Z O m 60 262 . •G E 197 'Eca 40 e a 131 '� +° co Ie +- 20 66 0. 01 02 0.3 04 05 0.6 07 08 09 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 PF50 Series, 50 Hz, 0.37 -1.11 kW P 0 0 JPF5e?552 131 a 115 i 98 , 82 66 m 49 E 05 10 15 2.0 25 30 35 40 45 Flow in liters per second (L/sec) Flow in liters per second (L,/sec) 33 . 16 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 I PF30 Senes, 50 Hz, 0.37 -1.11 kWj_ PF301S5a{ 0 0 30 27 y a 24 6s .c 21 0 18 m 15 E 12 Za 9 ro 6 itmo1e621 r3007521 LPF70e5521 • 04 08 12 16 20 Flow in liters per second (l/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 328 262 a C 197 ca 61 131 24 PF75 Series, 50 Hz, 0.75 kW PF1151052i 66 1- 89 79 69 59 49 39 30 20 3 0 0 06 1.2 18 2.4 3.0 3.6 42 48 54 60 NTD-PU-PF-1 Rev. 2.2, m 09/14 Page 6 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Double Walled PVC Riser & Lid Options Poly Lid (Static Toad tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry 2" of Insulation • Insulation panels achieve R-10 insulation rating Standard Orenco ® DuraFiber A Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass construction • 20,000 -Ib breaking strength 7 • Standard green or brown colors • Available with or without urethane lid gasket �p • Available with carbon filtration C ,) • 4 stainless steel flathead socket cap screws & hex cCjj____H key wrench • Insulated lids available - 2" or 4" T' -4:":; °: Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +1- 2" increments • Must be cut between ribs Water 8` (719) 3954784 28005 Co. Rd. 317 Wastewater P.O. Box 925 • Systems WVALLEY u Fax: (719) 395-3727 Buena Vista, CO 81211 r � ■Products Website: www.vallsyprecastoom P �:A � iac. •service Email: frontdesk(valleyprecastcom Item it DM Tank Deadman (Anti Buoyancy) Top View Section View 24" 1 f 1 II Turnbuckle on one side to tighten cable before installation (Supplied by Others) Tank Installation 24" - •ea d d 23" • #4 Rebar Lifting Eye • 6000 psi concrete • 600 lbs • Cable is not provided Suggested Installation: Two 3/8" Cables (Not provided) OpUoo.i m.d.."ro. NOTE: Please refer to Buoyancy Engineering for each tank for correct number of deadmen needed. • • d• -S d• p 0 VALLEY ❑ PRECAST, Inc. Buena Vista, Colorado Phone: 719-395-6754 Fax: 719-395-3727 Website: www.vaIIeyprecastoom Small: fr+ontdesk r@valleyprec:astcom) INFILTRATOR® water technologies Quick4NPLUS raaanrrrstsrei+s The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36 -inch -wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel ConnectionTM which permits turns up to 15 -degrees, right or left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength Quick4 Plus Standard Chamber Specifications Size 34"W x 53"L x 12"H (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6" (15 mm), 5.3" (135 mm), 8.0" (203 mm), 12.7" (323 mm) APPROVED in Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel Toads of 16,000 lbs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12" raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical (Aidr)Officials (IAPMO) Quick4 PIusTM Series Quick4 Plus Standard Chamber �iitl i cAr4 is 34" Quick4 Plus All -in -One 12 Endcap 48" EFFECTIVE LENGTH PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 13' 33" FRONT VIEW Quick4 Plus All -in -One Periscope QUICK4 PLUS ALL -IN -ONE PERISCOPE (360° SWIVEL) 5" I arm 12.7" INVERT R 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 I N F LT R AT O R® 160-577-7000 • Fax 800-221-4438 860-577-7001 www.infiltratorwater.com water technologies SIDE VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France, Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. PLUS05 0713 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436 PRESSURE PIPE IF REQ'D, PER DESIGN INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW (NOT TO SCALE) NATIVE BACKFILL TOPSOIL 6" COVER (mit" 12" COVER H-1 i 34" (36" WIDE TRENCH) 12" SPACING PER CODE * LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN. 34" - 8" INVERT r INFILTRATOR' INFILTRATOR WATER TECHNOLOGIES 4 Business Park Rd Old Saybrook, CTC6475 (800) 2214436 QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW :pawn by. EMB I Date: 05/20/2015 Scale: NOT ro some :hacked by DFH Sheet: 1 oft Orenco° Technical Data Sheet Orifice Shields Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration . u [• Orifice Shield Cutaway view, cold weather configuration General Orenco Orifice Shields snap -fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method -of -use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, 0S200 Product Code Diagram OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.001n. (25 mm) 125 = 1.25 in. (32 mm) 150 - 1.50ln. (40 mm) 200 = 2.00 In. (50 mm) Orifice shield Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield 0.D. Lateral pipe 0.D. in. (mm) in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1.315 (33) 03125 3.5 (89) 1.66 (42) 0S150 4.5 (114) 1.90 (48) 0S200 4.5 (114) 2.375 (60) Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -SF -OS -1 Rev. 1.1,©09114 Page 1 011 Item# SEK- Orenco® Flushing Assemblies VALLEY kJ PRECASTI inc. Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orencoflushing assemblies are available in the following sizes: • 1" diameter • 1.25" diameter • 1.5" diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7 -in. diameter round enclosure Note: Kits include VB7 valve box enclosure. Water & Wastewater • Systems • Products • Service o (719) 395-6764 28005 County Road 317 P.O. Box 925 Fax: (719) 395-3727 Buena Vista, CO 81211 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com Garfield County Garfield County Land Explorer Garfield County, Colorado 11 212312200002 212303440954 12 212312300001 212313200049 fA 4. u tt Garfield County Land Explorer Printed by Web User 1 inch = 752 feet 1 inch = 0.14 miles 0.1 0 2 0.4 Miles Garfield County Colorado Garfield County www.garfield-county.com Colorado Disclaimer This Is a compilation of records as they appear In the Garfield County Offices affecting the area shown. This drawing Is to he used only far reference purposes and the County Is not responsible for any Inaccuracies herein contained. © Copyright Garfield County, Colorado 1 All Rights Reserved Printed: 1/19/2019 at 4:26:38 PM z �' N_ 0. S8.054' 32"W _0. 1429.93' N ° S86°54'32"W 1 I i 1 O 1 c , o cc, N o I C) -!moi ui 1 J I V N lD z 1CD e (D C,j 1N OO O O (D N ID o o isri / S87'20'10' j 1385.81' N90°00'00(E 823.80'i / rn ca z Q rj �• ° Q Q 3 o x; 1 �� n�° i r 0 z �zq I J Q s 29 S90. 9 n O COE" w N CO o 0Y CO o '4- 60 /45' TAA I !+ LC oo - r (11 \ 587°17'17"W N90°00'0"E 1876.8S5' 1383.80' 1383.80' S87°17'17"W <`) 0 Oo 09 Nj cp n •rn n